Heavy-duty anchor W-TM type H with hooks
ANC-(W-TM/S-H)-(A2K)-M10X60
Art.-no. 0904901872
EAN 4045989060818
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For uncracked concrete, zinc plated steel
- Minimal energy required when inserting the anchor.
- Immediate load-bearing capacity, no waiting time after installation.
- No setting tools required.
- Can be flush-mounted.
- Uniform expansion effect and load distribution due to the triple expansion sleeve.
- Safe and reliable installation if the specified torque is applied when installing the anchor.
- Force-controlled/torque-controlled expansion anchor made of galvanised steel in sizes M6 to M12.
- Pre-positioned installation.
Create the drill hole
Clean the drill hole
Knock in anchor until flush
Mount component
Apply torque
Product information
Datasheets(X)
Application area
- Can be used for medium to heavy loads
- Suitable for fastening: Transfer lines on the ground requiring installation flush with the surface; steel structures, metal profiles, brackets, base plates, cable conduits, piping, mounting rails etc.
- Can be used in concrete
- The anchor may be used for anchorages with predominantly static loads or quasi-static loads
- Individual fixing point: Anchorage in uncracked concrete
- May only be used in dry indoor conditions
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Anchor diameter | 10 mm |
Anchor length (l) | 60 mm |
Nominal drill-bit diameter (d 0) | 14 mm |
Drill hole depth (h 1) | 70 mm |
Effective anchoring depth (h ef) | 51.5 mm |
Through-hole in the component to be connected (d f) | 12 mm |
Torque during anchoring (T inst) | 20 Nm |
Material | Steel |
Surface | Zinc plated |
| Performance data | ||||||
| Anchor diameter [mm] | M6 | M8 | M10 | M12 | ||
| Recommended load of an individual anchor without influence of the edge distance type H | Compressive zone (uncracked concrete C20/252)), s ≥ 3 hef, c ≥ 1.5 hef | Nrec [kN] = C20/252) | 0,3 | 0,7 | 1,0 | 1,6 |
| 1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of YF = 1.4 have been taken into account. Please refer to the European Technical Approval Guidelines (ETAG), Appendix C, for information on combining tensile and transverse loads, edge influence and groups of anchors. 2)The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. 3) Compliant with approval if screws and threaded rods with acceptance test certificate 3.1 in accordance with EN 10204:2004 are proven to be the required material and to possess the mechanical properties stipulated in ETA-10/0255. 4) Type S: If a lower fixture thickness is required, make a deeper drill hole accordingly. | ||||||
| Characteristic values | |||||
| Minimum member thickness | hmin ≥ [mm] | 135 | 135 | 140 | 160 |
| Minimum spacing | smin ≥ [mm] | 65 | 90 | 135 | 165 |
| Minimum edge distance | cmin ≥ [mm] | 45 | 70 | 85 | 115 |
| Spacing | scr,N [mm] | 119 | 134 | 155 | 189 |
| Edge distance | ccr,N [mm] | 60 | 67 | 78 | 95 |
| Effective anchorage depth | hef [mm] | 39,5 | 44,5 | 51,5 | 63,0 |
| Nominal drill diameter | d0 [mm] | 10 | 12 | 14 | 18 |
| Diameter of cutting edges | dcut ≤ [mm] | 10,45 | 12,5 | 14,5 | 18,5 |
| Drill hole depth4) | h1 ≥ [mm] | 55 | 61 | 70 | 85 |
| Through hole in the component being connected | df ≤ [mm] | 7 | 9 | 12 | 14 |
| Torque during anchoring (type A + type S) | Tinst [Nm] | 10 | 25 | 40 | 75 |
| Torque during anchoring (type O + type H) | Tinst [Nm] | 5 | 12 | 20 | 35 |
